A 1 :10-scale hydraulic model simulated a 40- ft-wide section of the channel with five stabilizers in a sand-gravel bed stream. Scour depths downstream from the stabilizers were observed and riprap protection was recommended. Riprap protection along the side slopes was also recommended.
Mill Creek Channel, Walla Walla, Washington: Hydraulic Model Investigation
Technical Report ; HL-86-2
1986
6460333
Report
Electronic Resource
English
Berryessa Creek Channel Junctions, Santa Clara County, California: Hydraulic Model Investigation
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1993
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